Marine88
Structural
- Aug 16, 2009
- 4
Hi,
I'm modelling an LNG platform. The model is pretty straight forward, a concrete deck, supported on steel piles, with nonlinear soil springs.
I need to model the loading arms and other equipments on the deck to look at the seismic behavior of the structural with the additional mass on its deck. How would you guys recommend modelling the top of deck equipment? I'm afraid modelling them similar to piles or other structural members may change the period of my structure. Any thoughts?
Thanks!
I'm modelling an LNG platform. The model is pretty straight forward, a concrete deck, supported on steel piles, with nonlinear soil springs.
I need to model the loading arms and other equipments on the deck to look at the seismic behavior of the structural with the additional mass on its deck. How would you guys recommend modelling the top of deck equipment? I'm afraid modelling them similar to piles or other structural members may change the period of my structure. Any thoughts?
Thanks!